Attachment_1_GGP_ADA_Parking_Drawings_Part3.pdf
PDF 8 MB Posted
- Solicitation number
- SFGOV-0000011975
- Issued by
- San Francisco County, San Francisco City, California
About this file
This is an ADA parking construction drawings document prepared by the City and County of San Francisco's Capital and Planning Division for the Golden Gate Park ADA Parking Project (CON27-0005). The project involves the construction of ADA-compliant parking infrastructure at Martin Luther King Jr. Drive in Golden Gate Park, including new curb ramps, accessible parking stalls, accessible aisles, detectable warning systems with truncated domes, and associated site work. The drawings specify detailed construction standards including slope requirements (1.7% cross slope and 4.5% running slope for ramps), recessed curbs for accessible aisles, concrete pads for pay stations at minimum 10 inches thick, and blue and red painted curb delineations. A non-mandatory pre-bid meeting was scheduled for August 6, 2026, at 10:00 a.m. at the corner of Martin Luther King Drive and Hagiwara Tea Garden Drive, with contact information provided for project questions. The drawings are part of the 100% submittal package and include revisions dated through July 2, 2026.
This is a Micro Local Business Enterprise (Micro-LBE) set-aside contract with a cost estimate of $550,000. The solicitation requires the bidder to be CMD certified as a Micro-LBE in a category corresponding to the contractor licensing requirements established by the City. The prime contractor must self-perform a minimum of 25% of the total contract work, with subcontracting to other Micro-LBEs encouraged to the maximum extent possible. The project qualifies under the Neighborhood LBE Pilot Program, offering eligible firms whose principal place of business is located in Supervisorial District 1 and zip code 94121 additional bid discounts due to the work being performed in that specific neighborhood. The contract requires a License A classification. Contract oversight is managed by Contract Compliance Officer Norbu Dhonyo. Addendum #1 was posted on August 17, 2026, without changes to the due date.
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Text version
RECESSED CURB
4’-1” min
4’-1” min
4’-1” min
4’-1” min
CAPITAL AND PLANNING DIVISION
49 South Van Ness Ave., Suite 1200, San Francisco, CA 94103
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
ADA-53A, ADA-53B
P16
MARTIN LUTHER KING JR DR
GOLDEN GATE PARK
ADA PARKING
JR
SA
DM
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _4
4.
ai
L29
Q
MARTIN LUTHER KING JR DR
ADA-53A
ADA-53B
(E) UTILITY BOXES
5’-1”
5’-1” 5’-1”
20’-1”
8’-1”
8’-1”
20’-1”
≤1.7%
≤4.5%
3’-1” 3’-1”
3’-1”
3’-1”
30” min
4’-1” min
P16
≤4.5%
≤4.5%
≤4.5% ≤1.7%
≤1.7%
≤1 .7
≤1.7%
≤1.7%
≤1.7%
≤1.7%
LEVEL PAYSTATION CONCRETE
PAD: 10” THICK MIN
SITE ABUTTING ASPHALT IN LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
≤4.5%
≤4.5%
SEE CONSTRUCTION NOTE 7 & REFER TO PW CURB RAMP DETAIL
RX-11, DETAIL E - LANDSCAPED PATHWAY RETURNED CURB LAYOUT
SEE CONSTRUCTION NOTE 6
EXACT RAMP LOCATION TO BE FINALIZED ON SITE BASED ON
MOST LEVEL AREA.
LANDING TO BE INCORPORATED WITHIN (E) PATH IF POSSIBLE
CAPITAL AND PLANNING DIVISION
49 South Van Ness Ave., Suite 1200, San Francisco, CA 94103
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
ADA-55, P-17
MARTIN LUTHER KING JR DR
& HAGIWARA TEA GARDEN DR
GOLDEN GATE PARK
ADA PARKING
JR
SA
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _4
6.
ai
T
L30
SEE CONSTRUCTION NOTE 6
EXACT RAMP LOCATION TO BE FINALIZED ON SITE BASED ON
MOST LEVEL AREA.
LANDING TO BE INCORPORATED WITHIN (E) PATH IF POSSIBLE
MARTIN LUTHER KING JR DR
HA
GI
W
AR
A
TE
A
GA
RD
EN
D R
ADA-55
P17
20’-1”20’-1”5’-1” 5’-1”
5’-1”
4’-1” min
4’-1” min
3’-1”
LEVEL CONCRETE SURFACE FOR
PAYSTATION
SITE AT LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
3’-1”
3’-1”
30” min
4’-1” min
≤1.7%
450450 ≤1.7%
≤1.7%
≤1 .7
≤1 .7
≤4.5% ≤4.5%
≤4.5%
RECESSED CURB
SEE CONSTRUCTION NOTE 7 & REFER TO PW CURB RAMP DETAIL
RX-11, DETAIL E - LANDSCAPED PATHWAY RETURNED CURB LAYOUT
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
ADA-58
MARTIN LUTHER KING JR DR
& BLUE HERON LAKE DR
GOLDEN GATE PARK
ADA PARKING
JR
SA
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
L31
MARTIN LUTHER KING JR DR
BLUE HERON LAKE DR
ADA-58
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _4
7.
ai
S
ADA SPACE TO BEGIN AFTER
EXISTING RED CURB
≤4.5%
≤4.5%
≤4.5%
≤4.5%
5’-1”
5’-1”
20’-1” ≤1.7%
≤1.7%
≤1.7%
3’-1
SEE CONSTRUCTION NOTE 6
EXACT RAMP LOCATION TO BE FINALIZED ON SITE BASED ON
MOST LEVEL AREA.
LANDING TO BE INCORPORATED WITHIN (E) PATH IF POSSIBLE
4’-1 ” m in
4’-1 ” m in ≤1.7%
RECESSED CURB
SEE CONSTRUCTION NOTE 7 & REFER TO PW CURB RAMP DETAIL
RX-11, DETAIL E - LANDSCAPED PATHWAY RETURNED CURB LAYOUT
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
SHEET NOTES CONSTRUCTION LEGEND
P18
MARTIN LUTHER KING JR DR
GOLDEN GATE PARK
ADA PARKING
JR
SA
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _4
8.
ai
L32
V
9 M A
RTIN
LU
TH
ER KIN
G
JR D
R
BOTANICAL GARDEN
P18 3’-1”
3’-1”
30” min
4’-1” min
≤1.7%
LEVEL CONCRETE SURFACE FOR
PAYSTATION
SITE AT LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
CR-60, ADA-60
MARTIN LUTHER KING JR DR
& 9TH AVE
GOLDEN GATE PARK
ADA PARKING
JR
SA
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
L33
V
MARTIN LUTHER KING JR DR
9T H
A
VE
CR-60
ADA-60
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _4
9.
ai
END OF RED CURB
20’-1” 5’-1”
5’-1”
10’-1” 10’-1”8’-1”
4’-1”
4’-1”min
≤1.7%
≤1.7%
REFER TO PW CURB RAMP DETAIL
RX-5, DETAIL C - STANDARD 90O CURB RAMP ON SHEET 5
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
ADA-62A, ADA-62B
P19
NANCY PELOSI DR
GOLDEN GATE PARK
ADA PARKING
JR
LB
DM
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _5
0.
ai
W
V
L34
NANCY PELOSI D
R
ADA-62A
P19
ADA-62B
ADA SPACE TO BEGIN AFTER CURB
REPAINT RED CURB BLUE
(20’) FOR ADA SPACE
PARTIALLY REPAINT RED CURB
BLUE (20’) FOR ADA SPACE
LEVEL CONCRETE SURFACE FOR
PAYSTATION
SITE AT LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
20’-1” from edge of crosswalk striping
3’-1
3’-1
20’
20’
30” m in
4’-1 ” m in
≤1.7%
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
CR-64, ADA-64, P20
MARTIN LUTHER KING DR
& 7TH AVE
GOLDEN GATE PARK
ADA PARKING
JR
LB
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _5
2.
ai
W
L35
MARTIN LUTHER KING JR DR
7TH AVE
ADA-64
10’-1”
END OF BIKE RACKS
P20 3’-1”
3’-1”
INSTALL LEVEL CONCRETE SURFACE
FOR PAYSTATION : 10” THICK MIN
SITE ABUTTING ASPHALT IN LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
30” min
4’-1”min≤1.7%
CR-64
≤1.7%
9’-1”
5’-1”
5’-1”
2’-1”4’-1”
4’-1”min
≤1.7%
REFER TO PW CURB RAMP DETAIL
REMOVE & REPLACE
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
ADA 67, P21
CONSERVATORY DR WEST
ADA-67
GOLDEN GATE PARK
ADA PARKING
JR
SA
DM
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _5
4.
ai
L37
Y
CO
NSE
RV
AT
ORY
D
R W
3’-1”
3’-1”
LEVEL PAYSTATION CONCRETE
PAD: 10” THICK MIN
SITE ABUTTING ASPHALT IN LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
30” min
4’ -1”min
≤1.7% P21
20’
5’-1”
5’-1”
5’-1”
20’-1”
≤4.5%
≤4.5%
≤1.7%
≤1.7%
≤1.7%
RED CURB
RESET UTILITY BOXES
IN NEW ASPHALT
RECESSED CURB
49 South Van Ness Ave., Suite 1200, San Francisco, CA 94103
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
ADA-66
ARGUELLO BLVD &
CONSERVATORY DR W
GOLDEN GATE PARK
ADA PARKING
JR
SA
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _5
5.
ai
L38
Z
CONSERVATORY DR W
ARGUELL
O BLV
D
ADA-66
N103450
≤4.5%
≤4.5%
SPACE BEGINS AFTER (E) RED CURB
5’-1”
5’-1” 5’-1”
20’-1”
≤1.7%≤1.7%
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
P22
NANCY PELOSI DR &
BOWLING GREEN DR
GOLDEN GATE PARK
ADA PARKING
JR
SA
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _5
6.
ai
L39
Y
NANCY PELOSI DR
BO
W
LI
N
G G
RE
EN
D R
P22 3’-1”
3’-1”
30” m in
4’-1”min
≤1.7%
LEVEL PAYSTATION CONCRETE
PAD: 10’ THICK MIN
SITE ABUTTING ASPHALT IN LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
P23
BOWLING GREEN DR
GOLDEN GATE PARK
ADA PARKING
JR
SA
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _5
7.
ai
L40
Y
BO
W
LI
NG
G
RE
EN
D
R
3’-1”3’-1
LEVEL PAYSTATION CONCRETE
PAD: 10” THICK MIN
SITE ABUTTING ASPHALT IN LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
30” min
4’-1” min
P23
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
CR-71, ADA-71A,
P24
ARGUELLO BLVD & KEZAR DR
GOLDEN GATE PARK
ADA PARKING
JR
SA
DM
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _6
3.
ai
L41
Z
KEZAR DR
ARG
U
ELLO
BLVD
ADA-71A
P24
(E) LIGHT POLE
2’-1”
(E) UTILITY BOXES
5’-1”
4’ -1”min
4’ -1”min
5’-1”
20’-1”
5’-1”
3’-1”
3’-1”
LEVEL PAYSTATION CONCRETE
PAD: 10” THICK MIN
SITE ABUTTING ASPHALT IN LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
30” min
4’-1” m in
≤1.7%
≤4.5%
≤1.7%
≤1.7%
≤1.7%
≤4.5%
RECESSED CURB
≤1.7%
REFER TO PW CURB RAMP DETAIL
CR-71
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
CONSTRUCTION NOTES CONSTRUCTION LEGEND
P25
MCLAREN LODGE
GOLDEN GATE PARK
ADA PARKING
JR
SA
LB
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
1" = 10'
"T
GI
S\
GI
S
Da ta
\P ro je ct s\ Pa rk in g\
GG
P_ Pa id _P ar kin g_ Bi d_ Se t\0 2_
M ap s\ Bi d Se t D ra w in gs \W or kin g Fi le s\
Ill us tra to r F ile s\ 1I
N-
FT
_D et ai le d\
Bi d
Se t_
De ta ils _2
4x
_s he et _6
4.
ai
3’-1”3’-1”
LEVEL PAYSTATION CONCRETE
PAD: 10” THICK MIN
SITE ABUTTING ASPHALT IN LOCATION
WITH 30”X48” AREA <1.7% SLOPE
IN ALL DIRECTIONS
30” min 4’-1” min
≤1.7%
L42
AB
ST
A
N
YA
N S
TMCLAREN LODGE
P25
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
SHEET NOTES CONSTRUCTION LEGEND
GATE 1
POLO FIELD NORTH
JR
LB
LB
GOLDEN GATE PARK
ADA PARKING
L43
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
I
15’ STEEL SWINGING GATE
WITH REMOVABLE BOLLARD.
SEE DETAIL E & F ON SHEET D1.1
Project
Drawing Title
Sheet No.
Project No.
Checked by
Drawn
DAC
Proj. Mgr.
Scale: 1 INCH = 10 FT
100% SUBMITTAL DATE
No. Date Revisions
10 0 10 205 Feet
N RPD_Facilities Curbs_and_Islands Signage_No_Parking
Pay_Stations
Curb_Ramps Type
Existing Newer Curb Ramp Modify Existing Curb Ramp New Curb Ramp No Curb Ramp
SHEET NOTES CONSTRUCTION LEGEND
GATE 2
POLO FIELD NORTH
JR
LB
LB
GOLDEN GATE PARK
ADA PARKING
L44
Detectable Warning (DW) - Truncated Domes.
Refer to Public Works Accessible Street Crossing Standards:
RX-6, Detail A - Standard Curb Ramps Detectable Warning Layout Details And Notes
Accessible Aisle
Blue painted curb
Recessed curb for accessible aisle. Slope in all directions to be ≤1.7%
Red painted curb
1.
2.
3.
4.
5.
6.
7.
8.
9.
• All measurements to be verified in the field by Contractor
• Contractor to spray paint extents of proposed construction on site for review by Owner
• Cross slope to be ≤1.7%
• Running slope to be ≤4.5%
Post with International Symbol of Accessibility sign. Refer to Public Works Parking Sheet G 3.51, Detail 6 - Accessible Parking Stall Sign.
For Van accessible stalls, see Sheet G 3.51, Detail 9 - Van Accessible Parking Stall Sign
New Asphalt Paving (See Sheet D1.1 for Details)
New Concrete Paving (See Sheet D1.1 for Details)
Landing to be width of ramp and 4’-1” in depth, with slope in all directions to be ≤1.7%
3/5/26
5/5/26
7/2/26
R1
R2
R3
I
15’ STEEL SWINGING GATE
WITH REMOVABLE BOLLARD.
SEE DETAIL E & F ON SHEET D1.1
A
B
C
DE
F
CONSTRUCTION
DETAILS
AS NOTED
L45
CONSTRUCTION DETAILS
SHEET NO.
PROJ. NO.
SCALEDATE ISSUED
CHECKED BYDRAWN BY
DATE
CONSULTANT
SHEET TITLE
PROJECT NAME
PROJECT ADDRESS
REVISIONSNO.
SUBMITTAL
STAMP
DATE
GOLDEN GATE PARK
ADA PARKING
KEY MAP
ASPHALT PAVING NTS
ASPHALT PAVING, REFER TO
SPECIFICATIONS
COMPACTED CLASS II AGGREGATE
BASE TO 95%
SCARIFIED AND COMPACTED
SUBGRADE TO 95%
DURAEDGE METAL HEADERBOARD
INSTALLED AT EDGE OF ASPHALT
PAVING. HEADERBOARD SPIKES TO BE
INSTALLED ON ASPHALT SIDE OF PATH,
TYP.
CONCRETE PAVING NTS
NOTE:
PROVIDE SCORE JOINTS 5' O.C. AND 10' O.C. FOR EXPANSION JOINT UNLESS OTHERWISE NOTED.
COMPACTED CLASS II
AGGREGATE BASE,
COMPACTED TO 95% RELATIVE
COMPACTION
E
EXPANSION
JOINT
E
SCORE
JOINT
C
CONCRETE
PAVING FINISH
ADJACENT SOFTSCAPE, REFER
TO PLANS
95% COMPACTED SUBGRADE
SECTION
2"
MIN.
2"
MIN.
6x6 WWM, TYP.
POUR A POUR B
R3 8"
POUR A EX. SLAB
R3 8"
FILL CAP WITH FLEXIBLE, SELF-
LEVELING JOINT SEALANT
COMPOUND AND BACKER ROD
PER NOTES BELOW - COLOR TBD
EXPANSION JOINT AT
NEW CONCRETE
SECTION
EXPANSION JOINT AT
EXISTING CONCRETE
SECTION
'SPEED LOAD' 34"x12" SLEEVE W/
24" SMOOTH DOWEL @ 18" O.C.
CENTERED IN SLAB, REFER TO
NOTES BELOW.
2 " WIDE FULL DEPTH EXPANSION
JOINT (ASPHALT-IMPREGNATED
COMPRESSIBLE FILLER MATERIAL),
WITH REMOVABLE TOP-CAP
(ZIP-STRIP), REFER TO
NOTES BELOW.
CORE DRILL AND
EPOXY DOWEL
INTO EXISTING
CONCRETE
B
CONCRETE
PAVING
CONSTRUCTION / EXPANSION JOINT
PLAN
'SPEED LOAD' OR 'SPEED DOWEL' 34"x12"
SLEEVE W/ 18" SMOOTH DOWEL @
18" O.C. (TO MATCH REINFORCEMENT
BAR SPACING PER CONCRETE PAVING
DETAIL, REFER TO THIS SHEET.
B
CONCRETE
PAVING
SLEEVES AND DOWELS TO BE ALIGNED
PARALLEL TO ADJACENT SLEEVES AND
DOWELS
EXPANSION JOINT OR CONSTRUCTION
JOINT
6 X 6 X 6/6 WELDED WIRE MESH
PER CONCRETE PAVING DETAIL
CONCRETE JOINTSMAINTENANCE GATE
REMOVABLE BOLLARD DETAIL
NTSNTS
NTS
POUR A POUR B
R3 8"
NEW POUR EX. SLAB
R3 8"
CONSTRUCTION JOINT AT
NEW CONCRETE
SECTION
CONSTRUCTION JOINT AT
EXISTING CONCRETE
SECTION
'SPEED LOAD' 34"x12" SLEEVE W/
24" SMOOTH DOWEL @ 18" O.C.
CENTERED IN SLAB, REFER TO
NOTES BELOW.
DOWEL SECURED TO
REINFORCEMENT BAR OF
SECOND CONCRETE POUR
CORE DRILL AND
EPOXY DOWEL
INTO EXISTING
CONCRETE
B
CONCRETE
PAVING
B
CONCRETE
PAVING
SCORE JOINT
SECTION
8" WIDE SCORE JOINT,
TOOLED OR SAW-CUT
6 X 6 X 6/6 WELDED WIRE
MESH PER CONCRETE
PAVING DETAIL
NOTES:
1. SMOOTH DOWEL STEEL BARS FOR EXPANSION JOINTS: ASTM A29, GRADE 40, NO. 3 SMOOTH.
DOWELS SHALL BE SHOP PAINTED WITH IRON-OXIDE ZINC-CHROMATE PRIMER. WHERE SHOWN,
PROVIDE METAL DOWEL SLEEVE OR OTHER APPROVED BREAK-BOND METHOD AT ONE END OF DOWEL TO PERMIT LATERAL MOVEMENT AT DOWEL WITHIN CONCRETE SECTION. PROVIDE FOR MOVEMENT WHICH EQUALS JOINT WIDTH PLUS 1/2 INCH. BARS SHALL BE IN A NEW, “FIRST-CLASS” CONDITION.
2. EXPANSION JOINT MATERIAL SHALL BE PREFORMED CELLULAR FIBER COMPLYING WITH ASTM D1751 AND VARIETY WITH “ZIP-STRIP” H-CHANNEL JOINT SEALANT RECEPTACLES. IF PROPOSED JOINT MATERIAL IS NOT INSTALLED WITH SEALANT RECEPTACLES THEN, THE EXPANSION JOINT MATERIAL SHALL BE COMPLETELY COVERED WITH A SONNEBORN “SONOFOAM” CLOSED CELL BACKER ROD OR
ACCEPTABLE EQUAL PRIOR TO APPLICATION OF JOINT SEALANT.
3. PAVING EXPANSION JOINT SEALANT: ONE-PART, SELF-LEVELING POLYURETHANE CONFORMING TO
ASTM C920, CLASS 25, TYPE S, GRADE P; SONNEBORN “SONOLASTIC SL 2,” OR EQUAL.
4. JOINTS SHALL NOT ALLOW FOR PASSAGE OF A 12" SPHERE, TYP.
CONCRETE PAVING FINISH NTS
NOTE:
PROVIDE SCORE JOINTS 5' O.C. AND 10' O.C. FOR EXPANSION JOINT UNLESS OTHERWISE NOTED.
MEDIUM BROOM FINISH IN
DIRECTION SHOWN
E
EXPANSION
JOINT
E
SCORE
JOINT
| Bid Set_Details_24x36_sheet_29_ADA53AB |
| Bid Set_Details_24x36_sheet_30_ADA55 |
| Bid Set_Details_24x36_sheet_31_ADA58 |
| Bid Set_Details_24x36_sheet_32_P18 |
| Bid Set_Details_24x36_sheet_33_ADA60 |
| Bid Set_Details_24x36_sheet_34_ADA62AB |
| Bid Set_Details_24x36_sheet_35_ADA64 |
| Bid Set_Details_24x36_sheet_37_ADA67P21 |
| Bid Set_Details_24x36_sheet_38_ADA66 |
| Bid Set_Details_24x36_sheet_39_P22 |
| Bid Set_Details_24x36_sheet_40_P23 |
| Bid Set_Details_24x36_sheet_41_ADA71A |
File details come from the government source that posted it. Updated .